Drilled pier to ACI 318-19 13.4
Drilled shafts in soil and rock: side and base resistance, rock sockets, uplift, lateral response and the shaft designed as a circular concrete column (FHWA GEC 10, ACI 318-19).
No card needed. 30 days free, every calculation type.
What you get
From the inputs to a finished drilled pier calculation
The applicable checks, step by step
Every check to ACI 318-19 13.4 with its equation, the values that go into it, the result and the code section, and the governing case up front. Results update as you type.
A calculation report a reviewer can follow
Inputs, load combinations, every check with its result and reference, and the governing case, in a clear PDF with your title block.
Drawings
Where the calculation has a shape to draw: elevations, sections and the diagrams, on a sheet with your title block, as PDF or DXF.
Your units, your method
US or metric units at any time, LRFD or ASD where the code offers both; the report follows.
Verification
How the drilled pier is tested
Against published examples and tables, on every change. The method and the sources.
Run your next drilled pier calculation today
Free for 30 days, then $45 a month or $400 a year per user. Nothing to install.
ILX Studio, LLC is not affiliated with or endorsed by AISC, ACI, AWC, TMS, AISI, ASCE or any other code organization.